Table 3: Summary of perimeter joint movements (mm)
13 Feb 06 |
x |
y |
Z |
Total |
|
|
|
|
9 |
30.7 |
22.8 |
-3.6 |
38.5 |
|
|
|
|
8 |
32.0 |
31.1 |
-4.0 |
44.8 |
|
|
|
|
7 |
19.2 |
9.4 |
4.2 |
21.8 |
|
|
|
|
6 |
6.6 |
5.2 |
2.4 |
8.7 |
|
|
|
|
4 |
-7.4 |
17.3 |
4.2 |
19.3 |
|
|
|
|
3 |
-10.00 |
23.16 |
7.00 |
26.2 |
|
|
|
|
2 |
-15.6 |
16.6 |
-12.9 |
26.2 |
|
PJM opening upon slab failure |
|
1 |
-1.4 |
4.6 |
0.0 |
4.8 |
|
|
|
|
9/18/06 |
X_last |
Y_last |
Z_last |
Vector |
|
DelX |
DelY |
DelZ |
9 |
45.9 |
43.7 |
-28 |
69.3 |
Very significant |
-15.2 |
-20.9 |
24.4 |
8 |
42.8 |
54.7 |
-3 |
69.5 |
Opening very significant |
-10.8 |
-23.6 |
-1.0 |
7 |
33.5 |
14.6 |
7.4 |
37.3 |
Significant, in particular shear |
-14.3 |
-5.2 |
-3.2 |
6 |
6.54 |
8.32 |
1.68 |
10.7 |
Shear significant |
0.1 |
-3.1 |
0.7 |
4 |
-5.2 |
20.2 |
-7.3 |
22.1 |
Significant, in particular Z movement |
-2.2 |
-2.9 |
11.5 |
3 |
(15.0) |
25.4 |
7.0 |
30.4 |
Significant in Y direction, went back? |
5.0 |
-2.3 |
0.0 |
2 |
(20.15) |
4.25 |
-2 |
43.5 |
Significant |
4.6 |
-7.7 |
17.1 |
1 |
-1.9 |
7.8 |
-2 |
8.3 |
Significant in Y direction |
0.6 |
-3.3 |
2.0 |
X = shear movement, Y = opening, Z = settlement perpendicular to slab